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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR WI10" HOOK <br />GROUTED BOND BEAM <br />#5 BARS <br />RE] ti <br />CLEAN OUT REQUIRED <br />Q FOR INSPECTION <br />ap i <br />a I TIET/ERTICAL REBAR <br />. ° q • " - TO HORIZONTAL <br />REBAR Wl 10" HOOK <br />BAR SIZE 48 BAR DIA. <br />Z W #3 18" <br />� #4 24" <br />M U #5 30" <br />#6 36' <br />#7 42" <br />HORIZONTAUVERTICAL <br />0­-m—, <br />SC4"=1'-0" <br />Z <br />� STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />QLu <br />co <br />0 V) Z 8" CMU WALL <br />TOP OF SLAB q TOP OF SLAB <br />SEE SLAB SCHEDULE W q• <br />EXT. PORCH SLAB BAR SIZE 48 BAR DIA. 2 <br />FX' ISOLATION 4" CHAMFER (I -STORY) #3 18" U <br />6" CHAMFER (2-STORY) <br />JOINT (WHERE • #4 24" i <br />APPLICABLE) Z MATCH STEEL #5 X,, <br />f REINFORCEMENT <br />6"PVC CHASE PER SCHEDULE #8 36" 6" PVC CHASE THRU FOOTING <br />THRU FOOTING #7 42" <br />MATCH STEEL <br />SEE SCHEDULE <br />REINFORCEMENT <br />FOR WXD, BAR SIZE PER SCHEDULE <br />AND BAR QUANTITY PVC CHASE <br />4 THRU FOOTING <br />SCALE: 3l4"=1'-0" <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />i"I N. RONALD REAGAN BLVD <br />LONGWOOD,FL32750 <br />PH: 407-7746078 <br />FAX 407-7744078 <br />www.abdealgngnwp.com <br />AA #: 0003325 <br />V <br />O <br />Q <br />S <br />r <br />evsDlV a# 7,074 <br />ABBOTT PARK <br />LOT #2 <br />BLK #15 <br />PROJECT <br />04181.000-02151 <br />MODEL: <br />4EBB <br />"1828-CAU" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />DATE: 08/13/20 <br />8CALE: 1/4"=1'-0" <br />B*vr.w <br />S1.2A <br />